ST9905-LR070229
.. ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 7500]
(972) 392-3222
u.P (FAX) 392-0] 02
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TI!XA8
TO: City of Coppell
P.O. Box 9478
DATE: 02/29/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
102,117,116
X
X
For Your Use
x
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
P4~~-~
David A. Lewis, P .E.
Principal Engineer
~3~_
Eric L. Branch, C.E.T.
Project Manager
By:
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
_'TI!XAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/0112008
3600 psi
102
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Placement Location: Paving approach
Client:
Gen. Contr.:
Conc. Contr.:
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 7795
Added Water: 5 Gals.
Truck No: 1011
Mix Strength: 3600 psi
Time Added: 10:25A
Ticket No: 1192168
Batch Time: 09:45AM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 450 F
Time Sampled:IO:35AM
Concrete: 560 F
Slump:4.00 in.
Air Content:} .80 % (P)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by
38698 02/08/2008 7 Lab 4.00 12.56 69600 5540 3 ELB1
38699 02/29/2008 28 Lab 4.00 12.56 81088 6450 ELBl
38700 02/29/2008 28 Lab 4.00 12.56 90976 7240 ELB1
38701 03/28/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance With (law) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubiC yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. Break Types are classified as: Type 1, 2, 3, 4,5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box Insulated
X No Curing Box Heated
Remarks: East driveway of TL distribution 500
ft from Royal on Bethel
Cooled
X Caps
Ice
Other
Final Review By:
PJ~~~~
ELBl
Print Date:
02/29/2008
Concrete Cylinders Strength Report
N ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_TI!XAlI
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/22/2008
3600 psi
117
Client City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Placement Location: Box culvert walls, North wall,
Concrete Supplier: LMC
Mix Designation: 1701
Added Water:
Truck No: 7069
Mix Strength: 3600 psi
Time Added:
Ticket No: 3244961
Batch Time: 11:37AM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael J. Cochran
Temperature - Air: 440 F
Time Sampled:12:27PM
Concrete: 610 F
Slump:5.25 in.
Air Content5. 70 % (P)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by
39124 02/29/2008 7 Lab 4.00 12.56 56064 4460 3 ELBl
39125 03/21/2008 28 Lab 4.00 12.56
39126 03/21/2008 28 Lab 4.00 12.56
39127 04/18/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance with (law) ASTM C 172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (Pl,
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using un bonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. Break Types are classified as: Type 1,2,3,4,5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box Insulated
X No Curing Box Heated
Remarks: Sampled from N wall approximately
5' W ofE end of wall.
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
02/29/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_T1!XA8
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
02/22/2008
3600 psi
116
Owner:
Arch.:
Struc. Eng.:
Placement Location: Approach to
box
City of Coppell - Rick O'Dell
Client:
Gen. Contr.:
Conc. Contr.:
CiCi's, approximately 20' E from Wedge of drive and 5' S of dyed concrete
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 7795
Added Water:
Truck No: 32
Mix Strength: 3600 pSI
Time Added:
Ticket No: 1207624
Batch Time: 12:34PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 590 F
Time Sampled:O 1 :05PM
Concrete: 650 F
Slump: 6.00 in.
Air Content:4.70 % (P)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by
39116 02/29/2008 7 Lab 4.00 12.56 50752 4040 3 ELBl
39117 03/21/2008 28 Lab 4.00 12.56
39118 03/21/2008 28 Lab 4.00 12.56
39119 04/18/2008 56 Lab 4.00 12.56
Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. Break Types are classified as: Type 1,2,3,4,5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
02/29/2008
E
ECS Texas. LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
LETTER OF TRANSMITTAL
TEXAS
February 29, 2008
RE: Bethel Road - Coppell
City of Coppell
P.O. Box 9478
Coppell, TX 75019
ECS Job # 19:5061
Permits:
A TTN: Mr. Rick O'Dell
Location: Bethel Road
Coppell, TX
We are enclosing:
---X- Materials Engineering Division Reports
---X- For your use
---X- As requested
CC: TISEO Paving - Robert Caudill
ENCL:
Field Report # 151
Field Report # 152
02/28/2008
02/27/2008
f)~~ {l1----
'ffa:vid A. Lewis, . .
Principal Engineer
Z~~-
Eric L. Branch, C.E.T.----
Project Manager
1M ECS Texas. LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
P (972) 392-3222
(FAX) 392-0102
FIELD REPORT
Project No.
Report No.
Day & Date
Weather
On-Site Time
Lab Time
Travel Time.
Total
Re Obs. Time
TI!XA8
Project Bethel Road - Coppell
Location Coppell, TX
Client City of Coppell - Rick O'Dell
Remarks
Trip Charges.
Chargeable Items
19:5061
151
Thursday 02/28/2008
680/ Sunny
2.50
0.00
1.00
3.50
0.00
18.00
Tolls/Parking. $1.00
Mileage.
Time of Arrival Departure
01:30P 04:00P
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Perfonned (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to observe:
1. The placement of 20 cubic yards of 3600 psi concrete for box culvert walls at Bethel Rd.
The required test limits were determined to be a slump of 3-6 inches, air content of 3-6%, batch
to placement time of <90 minutes, and concrete temperature range of 40-90 degrees Fahrenheit.
Concrete observed on this date appeared to be placed in compliance with project specifications
with regard to temperature, slump, air content, and batch to placement time.
The following samples were obtained for compressive strength testing in our laboratory:
SetA:
1 set of 4 lab cylinders (3600 psi) for box culvert walls
By David L. Hunt, - Field Technician
1800
93834
... ECS Texas. LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
. ... (972) 392-3222
..-.r (FAX) 392-0102
FIELD REPORT
Project No.
Report No.
Day & Date
Weather
On-Site Time
Lab Time
Travel Time*
Total
Re Obs.Time
1'I!!XAS
Project Bethel Road - Coppell
Location Coppell, TX
Client City of Coppell - Rick O'Dell
Remarks
19:5061
152
Wednesday 02/27/2008
700/ Sunny
0.50
0.00
1.00
1.50
0.00
Trip Charges*
Chargeable Items
18.00
Tolls/Parking*
Mileage*
Time of Arrival Departure
02:45P 03:15P
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to observe:
1. The placement of 30 cubic yards of 4500 psi concrete for box culvert top.
The required test limits were determined to be a slump of 4-6 inches, batch to placement time of
<90 minutes, and concrete temperature range of 50-90 degrees Fahrenheit.
Concrete observed on this date appeared to be placed in compliance with project specifications
with regard to temperature, slump, and batch to placement time.
The following samples were obtained for compressive strength testing in our laboratory:
SetA:
1 set of 4 lab cylinders (4500 psi) for box culvert top
By Jonathan E. Steiner, - Field Technician
1800
93885
'" ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0] 02
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TEXAS
TO: City of Coppell
P.O. Box 9478
DATE: 02/29/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
115
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
fJ44/ ~~~
David A. Lewis, P .E.
Principal Engineer
~J3~
Eric L. Branch, C.E.T.
Project Manager
By:
..
." ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0 I 02
Concrete Cylinders Strength Report
~
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: E
02/21/2008
3600 psi
115
_TEXAS
Project: Bethel Road - Coppell
Location: Bethel Road, Coppell, TX
Owner: City of Coppell - Rick O'Dell Client:
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Driveway, 50' East of Royal on Bethel Road
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 7795
Added Water:
Truck No: 948
Mix Strength: 3600 pSI
Time Added:
Ticket No:
Batch Time:
Unit Wt.:
1206561
12:20PM
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 500 F
Time Sampled:Ol:00PM
Concrete: 550 F
Slump:4.00 in.
Air Content:3.30 % (P)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by
39108 02/28/2008 7 Lab 4.00 12.56 68416 5440 ELB1
39109 03/20/2008 28 Lab 4.00 12.56
39110 03/20/2008 28 Lab 4.00 12.56
39111 04/17/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance with (law) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubiC yard.
Cylinder molding and laboratory curing jaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature jaw ASTM Cl064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. Break Types are classified as: Type 1,2,3,4,5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
02/29/2008